Moment-Curvature Behaviors of Concrete Beams Singly Reinforced by Steel-FRP Composite Bars

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/ace/volume-2017/1309629/figures/1309629.fig.0016a.svgz" name="1309629.fig.0016a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Different methods to determine yield point and ultimate point</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/ace/volume-2017/1309629/figures/1309629.fig.0016b.svgz" name="1309629.fig.0016b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Ductility defined by energy</td></tr></table>

<div>Different methods for defining ductility.</div>

Advances in Civil Engineering

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Figure 16

Figure 16: Moment-Curvature Behaviors of Concrete Beams Singly Reinforced by Steel-FRP Composite Bars 